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� �flZEWAIZD� <br /> ' wA�� S Y 9 T E M B Build Different. Build Better.sM <br /> How to Use the Above Grade iForm WaII Reinforcement Tables <br /> Step ] —Determine the local building code requirements for wind load criteria. <br /> • Fastest mile wind speed or 3-second gust wind speed <br /> • Wind velocity <br /> Step 2—If the tocal wind load criteria are based upon fastest mile wind speed, convert this wind speed to <br /> an equivalent 3-second gust wind speed by using the Equivalent Basic Wind Speed Table <br /> 6.1.2.1. <br /> Step 3—Determine if building is enclosed or partially enclosed. <br /> Step 4—Determine exposure category(B, C or D). <br /> Step 5—Determine the design wind pressure from Table 6.1.2.2. <br /> Step 6—Determine the Reward iForm being used(9"or 11"). <br /> Step 7—Determine the unsupported wa}1 height. <br /> Step 8—Determine the vertical reinforcement required from Table 6.1.2.3. <br /> Step 9—Determine the local building code requirements for Seismic Design Category <br /> (A,B, C,D�, or D�). <br /> _ Step 10-Determine the reinforcement required from Table 6.1.2.4. <br /> 6-15 <br /> Issued on: 4/1/2003 <br /> Release: E <br />